HomeMy WebLinkAboutLANDMARK APARTMENTS EXPANSION - FDP190002 - SUBMITTAL DOCUMENTS - ROUND 2 - REDLINED PLANS AND REPORTS (4)X
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WALLENBERG DRIVE
STUART STREET
54' RIGHT OF WAY
LOT 3 ARTHER C.
SHEELY FIRST
SUBDIVISION
OWNER: DEVORE, JANICE S.
LOT 3 ARTHER
C. SHEELY
FIRST
SUBDIVISION
OWNER: HANSCH,
EDWARD C & DEBRA J
LOT 3 ARTHER
C. SHEELY
FIRST
SUBDIVISION
OWNER: HUFBAURER,
RUTH
TRACT B PULSE PUD 1ST
OWNER: NORTH SPRING CREEK
PROPERTIES LLC
TRACT C
YOUNG'S CREEK
OWNER: CITY OF FORT COLLINS
TRACT B
YOUNG'S CREEK
OWNER: CITY OF FORT COLLINS
BUILDING
C
BUILDING
D
BUILDING
E
PEDESTRIAN BRIDGE
RAIN GARDEN 3
CITY OF FORT COLLINS
100-YR FLOODWAY
CITY OF FORT COLLINS
100-YR FLOODPLAIN
CITY OF FORT COLLINS
100-YR FLOODPLAIN
8' CURB CUT
2' REVERSE
SIDEWALK CHASE
4' CURB CUT
RAIN GARDEN 2
RAIN GARDEN 4
(2) 2' REVERSE
SIDEWALK CHASES
5' SIDEWALK
HOBBIT STREET
54' RIGHT OF WAY
EXISTING WETLANDS
NATURAL HABITAT
BUFFER ZONE
NATURAL HABITAT
BUFFER ZONE
N:1449442.67
E:3113711.08
SET 24" #4 REBAR WITH
2" ALUMINUM CAP "KS"
NATURAL HABITAT
BUFFER ZONE
FEMA 100-YR
HIGH-RISK
FLOOD FRINGE
FEMA 100-YR
HIGH-RISK
FLOOD FRINGE
EX. 10' SEWER EASEMENT
BOOK 1204, PAGE 344
EX. 90' STORM
DRAINAGE EASEMENT
REC. NO. 86072551
26' EAE
24' EAE
24' EAE
24' EMERGENCY ACCESS
EASEMENT BY SEPARATE
DOCUMENT
UTILITY AND ACCESS
EASEMENT BY
SEPARATE DOCUMENT
PUBLIC ACCESS TRAIL
EASEMENT BY
SEPARATE DOCUMENT
DRAINAGE EASEMENT BY
SEPARATE DOCUMENT
OFF-SITE RIGHT OF WAY DEDICATION
BY SEPARATE DOCUMENT
OFF-SITE RIGHT OF WAY DEDICATION
BY SEPARATE DOCUMENT
RIGHT OF WAY DEDICATION
OFF-SITE 9' UTILITY EASEMENT
BY SEPARATE DOCUMENT
OFF-SITE 9' UTILITY EASEMENT
BY SEPARATE DOCUMENT
9' UTILITY EASEMENT
13.27
12.54
13.18
12.65
12.91
12.91
13.05
12.77
12.74
12.13
12.48
13.07
12.63
13.00
13.18
14.85
13.15
13.93
13.29
12.93
13.75
14.74
14.75
15.65
14.82
15.53
14.86
13.42
14.19
14.20
14.83
15.70
FFE=15.70
FFE=14.50
FFE=14.75
FFE=15.50
15.53
15.17
15.00
16.58
13.29
11.10
12.85
15.44
13.61
13.51
13.00
12.79
13.16
13.22
12.37
12.20
12.62
12.39
12.79
12.18
12.63
12.11
12.64
12.72
12.90
15.12
15.15.22 25
14.87
13.60
13.72
13.72
13.51
13.35
13.82
13.90
15.20
15.25
14.87
14.76
14.68
14.70
14.10
13.85
13.76
14.01
12.99
12.86
13.34
13.45
13.39
14.48
14.45
14.47
14.56
15.45
15.45
15.56
15.50
15.61
16.05
11.24
10.00
13.72
15.27
15.19
15.52
15.70
15.89
15.98
16.30
17.39
17.38
15.70
15.70
15.07
14.94
15.17
15.00
14.92
15.09
14.86
15.25
16.25
16.25
16.25
16.19
16.19
16.75
14.29
14.19
14.22
14.27
15.75
16.13
16.75
16.75
16.75
16.75
16.75
16.75
16.75
16.50
16.50
15.75
15.00
15.00
14.75
14.75
14.08
14.75
13.94
14.75
14.08
15.00
15.21
14.92
15.25
15.25
15.25
14.83
14.83
14.83
14.83
14.83
14.83
15.50
15.50
15.50
14.87
15.24
15.50
15.50
15.50
16.50
16.50
16.50
16.50
16.50
16.50
16.50
15.75
15.75
15.21
15.13
15.25
15.97
15.94
16.07
16.15
16.16
16.03
16.00
15.16
14.44
14.66
14.75
14.78
14.86
15.24
15.46
15.81
16.21
16.08
15.96
15.46
15.07
14.38
14.13
14.43
14.43
14.39
14.06
14.08
14.25
14.25
14.50
13.76
14.25
14.25
13.60
13.87
13.85
14.25
14.25
13.58
13.58
13.58
13.58
13.68
13.61
15.25
13.83
14.25
13.26
15.29
15.08
15.16
15.03
13.30
13.46
15.25
13.36
13.47
13.20
13.02
12.91
12.78
12.76
12.78
12.92
12.78
12.91
12.91
12.78
12.10
12.23
11.40
11.53
11.40
11.53
11.01
11.14
10.95
10.82
9.80
9.60
9.56
9.63
9.70
11.47
12.89
14.06
14.16
14.16
14.06
14.17
14.06
14.29
14.69
14.69
14.29
14.44
14.69
15.45
15.27
15.11
13.85
14.25
13.58
13.58
13.61
12.10
11.99
15.08
13.62
13.45
10.17
11.10
14.08
14.33
14.90
14.44
14.83
15.20
12.99
13.00
13.36
13.79
12.95
11.11
11.11
13.65
15.11
15.98
13.97
14.92
14.68
16.69
11.85
0.5%
2.5%
2.0%
1.0%
1.0%
0.5%
2.0%
FFE=14.50
15.03
15.03
13.17
13.13
TOC
14.50
14.50
14.50
14.75
14.75
14.75
14.75
15.25
15.25
15.25
13.58
14.25
14.25
12.50
12.50
12.50
12.50
12.50
13.47
14.15
14.21
14.25
FFE=15.50
15.50
15.50
15.50
15.50
15.50
14.51
15.19
BFE: 5012.3
BFE: 5011.53
BFE: 5012.93
9.95
12.50
12.50
12.50
12.50
12.81
12.81
12.70
12.71
9.01
9.02
11.25
13.50
13.50
13.50
10.27
2' SIDEWALK CHASE
2' CURB CUT
11.25
11.25
11.25
12.00
12.00
12.00
11.25
11.25
12.00
12.00
1.0%
1.0%
1.0%
1.0%
1.0%
1.0%
1.0%
1.0%
1.0%
12.67
12.25
2' SIDEWALK
CHASE
11.85
1' SIDEWALK CHASE
13.30
13.38
13.42
13.61
14.24
14.39
14.25
13.27
13.63
13.60
13.25
13.58
13.58
13.25
13.25
13.25
13.45
13.16
13.35
13.18
13.28
13.35
13.25
13.00
13.10
13.11
13.00
13.10
13.00
12.59
11.43
11.43
12.25
12.25
12.25
12.25
12.25
12.25
12.25
11.25
11.25
11.26
11.25
11.25
11.25
11.25
11.26
13.50
13.50
13.50
12.50
13.50
13.50
2.0%
12.25
12.25
14.30
13.96
GB
BEGIN CURB CUT
END CURB CUT
SCOURSTOP
- SEE DETAIL, SHEET EC3
SCOURSTOP
- SEE DETAIL, SHEET EC3
SCOURSTOP
- SEE DETAIL, SHEET EC3
13.30
13.24
13.50
13.78
13.02
13.72
TRANSITION TO
6" CURB HEIGHT
11.97
TRANSITION TO
6" CURB HEIGHT
Sheet
LANDMARK APARTMENTS EXPANSION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
of 30
KEYMAP
DC DC
CC
LEGEND:
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD88.
SEE COVER SHEET FOR BENCHMARK REFERENCES.
4. FLOOD ZONE DESIGNATION: ACCORDING TO FEMA MAP NUMBER 08069C0979H,
DATED MAY 2, 2012, A PORTION OF THE TRACT ABUTTING THIS LAND IS WITHIN A
FEMA DESIGNATED SPECIAL FLOOD HAZARD AREA (SFHA), AND IS SUBJECT TO
INUNDATION BY THE 1% ANNUAL CHANCE (100-YEAR) FLOOD.
5. PORTIONS OF THIS PROPERTY ARE LOCATED IN THE FEMA-REGULATORY 100-YR
HIGH-RISK FLOOD FRINGE, AND MUST COMPLY WITH THE FLOODPLAIN
REQUIREMENTS OF CHAPTER 10 OF THE CITY OF FORT COLLINS MUNICIPAL CODE.
6. CONSTRUCTION OF NEW RESIDENTIAL STRUCTURES IS NOT ALLOWED IN THE
FLOODWAY. RESIDENTIAL STRUCTURES ARE ALLOWED IN THE FLOOD FRINGE,
PROVIDED THAT ALL DUCT WORK, HEATING, VENTILATION AND AIR CONDITIONING
SYSTEMS, HOT WATER HEATER, ELECTRICAL AND THE LOWEST FLOOR OF THE
BUILDING ARE A MINIMUM OF 18-INCHES ABOVE THE BASE FLOOD ELEVATION (BFE).
THAT MINIMUM ELEVATION IS KNOWN AS THE REGULATORY FLOOD PROTECTION
ELEVATION (RFPE). RFPE=BFE+18".
7. THE FLOOD FRINGE IS AN AE ZONE, MEANING THAT THE BFE'S HAVE BEEN
DETERMINED, SO THE BFE FOR EACH STRUCTURE WILL BE 1.5 FEET ABOVE THE BFE,
AND THE RFPE WILL BE BFE + 1.5 FEET.
8. BASEMENTS MAY NOT BE CONSTRUCTED BELOW THE RFPE IN THE FLOOD FRINGE.
CRAWL SPACES (IF USED RATHER THAN SLAB_ON_GRADE) MUST BE BUILT IN
CONFORMANCE WITH SECTION 10_40 OF CITY OF FORT COLLINS MUNICIPAL CODE
(THIS WILL INCLUDE VENTING, SUMP PUMPS, ETC.).
9. NONSTRUCTURAL DEVELOPMENT (FENCES, DETENTION PONDS, HARD SURFACE
PATHS, FILL, DRIVEWAYS, PARKING AREAS, VEGETATION, ETC.) IS ALLOWED WITHIN
THE 100_YEAR FLOODWAY AS LONG AS IT CAN BE PROVEN THAT THE
DEVELOPMENT WILL NOT CAUSE A RISE IN THE BASE FLOOD ELEVATION (BFE) OR A
CHANGE TO THE FLOODWAY OR FLOOD FRINGE BOUNDARIES. NONSTRUCTURAL
DEVELOPMENT IS NOT RESTRICTED WITHIN THE FLOOD FRINGE.
10. ANY AND ALL CONSTRUCTION ACTIVITIES IN THE FLOODWAY OR FLOOD FRINGE
MUST BE PRECEDED BY AN APPROVED FLOODPLAIN USE PERMIT. IF THE
CONSTRUCTION IS IN THE FLOODWAY A NO-RISE CERTIFICATION MUST BE
APPROVED PRIOR TO CONSTRUCTION.
11. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE NATURAL HABITAT BUFFER ZONE. THE NATURAL HABITAT BUFFER ZONE IS
INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE.
12. A FLOODPLAIN USE PERMIT WILL BE REQUIRED FOR STORM OUTFALL LOCATIONS,
BRIDGE ABUTMENTS, AND PEDESTRIAN TRAIL LOCATED WITHIN THE FLOODPLAIN.
THOUGH STORM OUTFALLS AND BRIDGE ABUTMENTS ARE NOT LOCATED WITHIN
THE FLOODWAY, ANY DISTURBANCE OF THE FLOODWAY WILL TRIGGER A NO-RISE
CERTIFICATION.
13. THE EXISTING WETLANDS SHALL NOT BE DISTURBED BY ANY CONSTRUCTION OR
DEVELOPMENT ACTIVITIES, EXCEPT AS APPROVED BY THE CITY ENVIRONMENTAL
PLANNER AND IN ACCORDANCE WITH SECTION 3.4.1 OF THE LAND USE CODE.
NOTES:
PROPOSED STORM INLET
EXISTING SPOT ELEVATION
PROPOSED FIRE HYDRANT
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
FLOODPLAIN AND FLOODWAY
POROUS LANDSCAPE DETENTION
MATCHLINE-SEE SHEET G1
G2
G2
GRADING PLAN
10
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NORTH
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R